Response of unreinforced masonry buildings

Daniel P. Abrams

doi:10.1080/13632469708962368

Response of unreinforced masonry buildings

Daniel P. Abrams

Research output: Contribution to journal › Article › peer-review

Abstract

A summary of dynamic measurements are presented that illustrate relations between linear seismic demand and true nonlinear response of unreinforced masonry buildings with flexible diaphragms and rocking piers subjected to a series of simulated earthquake motions.

Original language	English (US)
Pages (from-to)	257-273
Number of pages	17
Journal	Journal of Earthquake Engineering
Volume	1
Issue number	1
DOIs	https://doi.org/10.1080/13632469708962368
State	Published - 1997
Externally published	Yes

Keywords

Acceleration
Amplification
Brick
Clay-unit masonry
Diaphragm
Displacement
Dynamics
Elastic
Evaluation
Inertia
Lateral forces
Nonlinear
Rehabilitation
Response seismic
Spectra
Stiffness
Strength
Unreinforced

ASJC Scopus subject areas

Safety, Risk, Reliability and Quality

Online availability

10.1080/13632469708962368

Library availability

Discover UIUC Full Text

Cite this

@article{403d0926b1f8435fb533a20db5232da2,

title = "Response of unreinforced masonry buildings",

abstract = "A summary of dynamic measurements are presented that illustrate relations between linear seismic demand and true nonlinear response of unreinforced masonry buildings with flexible diaphragms and rocking piers subjected to a series of simulated earthquake motions.",

keywords = "Acceleration, Amplification, Brick, Clay-unit masonry, Diaphragm, Displacement, Dynamics, Elastic, Evaluation, Inertia, Lateral forces, Nonlinear, Rehabilitation, Response seismic, Spectra, Stiffness, Strength, Unreinforced",

author = "Abrams, {Daniel P.}",

note = "Funding Information: The research referenced in this paper was sponsored by the National Center for Earthquake Engineering Research at the State University of New York at Buffalo. The Brick Institute of America provided the clay masonry units used to construct the test structures. The author acknowledges the doctoral level research work of Andrew Costley while in residence at the University of Illinois that provided the experimental data for this paper, and Mr. Glen Manak for his assistance with construction of the test structures.",

year = "1997",

doi = "10.1080/13632469708962368",

language = "English (US)",

volume = "1",

pages = "257--273",

journal = "Journal of Earthquake Engineering",

issn = "1363-2469",

publisher = "Taylor and Francis Ltd.",

number = "1",

}

TY - JOUR

T1 - Response of unreinforced masonry buildings

AU - Abrams, Daniel P.

N1 - Funding Information: The research referenced in this paper was sponsored by the National Center for Earthquake Engineering Research at the State University of New York at Buffalo. The Brick Institute of America provided the clay masonry units used to construct the test structures. The author acknowledges the doctoral level research work of Andrew Costley while in residence at the University of Illinois that provided the experimental data for this paper, and Mr. Glen Manak for his assistance with construction of the test structures.

PY - 1997

Y1 - 1997

N2 - A summary of dynamic measurements are presented that illustrate relations between linear seismic demand and true nonlinear response of unreinforced masonry buildings with flexible diaphragms and rocking piers subjected to a series of simulated earthquake motions.

AB - A summary of dynamic measurements are presented that illustrate relations between linear seismic demand and true nonlinear response of unreinforced masonry buildings with flexible diaphragms and rocking piers subjected to a series of simulated earthquake motions.

KW - Acceleration

KW - Amplification

KW - Brick

KW - Clay-unit masonry

KW - Diaphragm

KW - Displacement

KW - Dynamics

KW - Elastic

KW - Evaluation

KW - Inertia

KW - Lateral forces

KW - Nonlinear

KW - Rehabilitation

KW - Response seismic

KW - Spectra

KW - Stiffness

KW - Strength

KW - Unreinforced

UR - http://www.scopus.com/inward/record.url?scp=26844453824&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=26844453824&partnerID=8YFLogxK

U2 - 10.1080/13632469708962368

DO - 10.1080/13632469708962368

M3 - Article

AN - SCOPUS:26844453824

SN - 1363-2469

VL - 1

SP - 257

EP - 273

JO - Journal of Earthquake Engineering

JF - Journal of Earthquake Engineering

IS - 1

ER -

Response of unreinforced masonry buildings

Abstract

Keywords

ASJC Scopus subject areas

Online availability

Library availability

Related links

Fingerprint

Cite this